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A new device for stress monitoring in continuously welded rails using bi-directional strain method

机译:一种采用双向应变法监测连续焊接钢轨应力的新装置

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摘要

The technology of continuously welded rails (CWRs) is important in modern railway track structures.To measure rail stress,resistance strain gauges are preferred due to their good stability,sensitivity,and resistance to external interference.Based on the bi-directional strain method,we present a new method for measuring longitudinal rail stress using resistance strain gauges and develop a monitoring device for rail stress to realize long-term and multi-point measurement.Also relevant experimental verification and analysis are conducted.Results indicate that under various constraints the rail stress-strain values can be calculated just with the measured total longitudinal strain and total vertical strain.Considering the measurement error caused by sectional feature of sensors,we put forward a correction equation applicable to different stress conditions.Although the temperature values of the four full-bridge stress gauges can offset each other,and the measurement error caused by rail flexural strain can also be eliminated to a certain extent at the same time,the nonuniform distribution of rail cross section temperature and unbalanced flexural strain still affect the measurement error.The experimental results also show that the developed rail-stress-monitoring sensor is suitable for measuring rail stress with reliable working performance.
机译:连续焊接钢轨(CWR)技术在现代铁路轨道结构中非常重要。要测量钢轨应力,电阻应变仪具有良好的稳定性,敏感性和耐外部干扰性,因此是首选。基于双向应变方法,我们提出了一种使用电阻应变仪测量钢轨纵向应力的新方法,并开发了一种钢轨应力监测装置,以实现长期和多点测量,并进行了相关的实验验证和分析。结果表明,在各种约束条件下钢轨只需测量实测的总纵向应变和总垂直应变即可计算出应力应变值。考虑到传感器截面特征引起的测量误差,我们提出了适用于不同应力条件的校正方程式。桥式应力计可能会相互抵消,以及由轨道飞边引起的测量误差还可以在一定程度上消除轴向应变,钢轨截面温度的不均匀分布和挠曲应变的不平衡仍会影响测量误差。实验结果也表明,研制的钢轨应力监测传感器适用于以可靠的工作性能测量轨道应力。

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  • 来源
    《现代交通学报(英文版)》 |2018年第3期|179-188|共10页
  • 作者单位

    MOE Key Laboratory of High-speed Railway Engineering,School of Civil Engineering, Southwest Jiaotong University,No.111 of the North Second Ring Road, Chengdu 610031,China;

    MOE Key Laboratory of High-speed Railway Engineering,School of Civil Engineering, Southwest Jiaotong University,No.111 of the North Second Ring Road, Chengdu 610031,China;

    MOE Key Laboratory of High-speed Railway Engineering,School of Civil Engineering, Southwest Jiaotong University,No.111 of the North Second Ring Road, Chengdu 610031,China;

    MOE Key Laboratory of High-speed Railway Engineering,School of Civil Engineering, Southwest Jiaotong University,No.111 of the North Second Ring Road, Chengdu 610031,China;

    MOE Key Laboratory of High-speed Railway Engineering,School of Civil Engineering, Southwest Jiaotong University,No.111 of the North Second Ring Road, Chengdu 610031,China;

    MOE Key Laboratory of High-speed Railway Engineering,School of Civil Engineering, Southwest Jiaotong University,No.111 of the North Second Ring Road, Chengdu 610031,China;

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  • 入库时间 2022-08-19 04:26:05
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